Difference between revisions of "Contents"
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| − | + | For more information about the TGN, refer to our '''[[Main Page]]''' for more details. | |
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;2.0 - Specification | ;2.0 - Specification | ||
| + | : [[2.0 - Specification]] | ||
: [[2.1 - Fall arrest systems]] | : [[2.1 - Fall arrest systems]] | ||
: [[2.2 - Floor deck material specification]] | : [[2.2 - Floor deck material specification]] | ||
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;4.0 - Design - Floor deck | ;4.0 - Design - Floor deck | ||
| − | : [[4. | + | : [[4.0 Design, Floor deck]] |
| + | : [[4.1 Construction stage and construction deflections]] | ||
: [[4.2 - Sheet lengths]] | : [[4.2 - Sheet lengths]] | ||
: [[4.3 - Temporary propping]] | : [[4.3 - Temporary propping]] | ||
| Line 85: | Line 71: | ||
: [[6.7 -Transverse reinforcement for composite beams]] | : [[6.7 -Transverse reinforcement for composite beams]] | ||
: [[6.8 - Alternative Shear Connectors]] | : [[6.8 - Alternative Shear Connectors]] | ||
| + | : [[6.9 Pre-studded beams]] | ||
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| Line 115: | Line 102: | ||
: [[8.12 - Airtightness]] | : [[8.12 - Airtightness]] | ||
: [[8.13 - Fixing specification]] | : [[8.13 - Fixing specification]] | ||
| − | : [[8.14 - | + | : [[8.14 - Flashing details]] |
| − | : [[8.15 - | + | : [[8.15 - Non-fragility]] |
| − | : [[8.16 - | + | : [[8.16 - Diaphragm design]] |
: [[8.17 - Aesthetics]] | : [[8.17 - Aesthetics]] | ||
| + | : [[8.18 - Forming openings]] | ||
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: [[9.3 - Offloading, hoisting and storage]] | : [[9.3 - Offloading, hoisting and storage]] | ||
: [[9.4 - Pack labels / loading-out locations]] | : [[9.4 - Pack labels / loading-out locations]] | ||
| + | : [[9.5 Lifting Shear Studs to Level]] | ||
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;11.0 - Installation, Floor deck and shear studs | ;11.0 - Installation, Floor deck and shear studs | ||
: [[11.0 - Installation - Floor deck and shear studs]] | : [[11.0 - Installation - Floor deck and shear studs]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.1 - Pre-start|11.0.1 - Pre-start]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.2 - Weather Conditions|11.0.2 - Weather Conditions]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.3 - Supporting structure|11.0.3 - Supporting structure]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.4 - Perimeter Edge Protection|11.0.4 - Perimeter Edge Protection]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.5 - Access to Level|11.0.5 - Access to Level]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.6 - Manual Handling|11.0.6 - Manual Handling]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.7 - Laying decking sheets|11.0.7 - Laying decking sheets]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.8 - Cutting / notching|11.0.8 - Cutting / notching]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.9 - Deck Fixings|11.0.9 - Deck Fixings]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.10 - Side laps|11.0.10 - Side laps]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.11 - Sealing and finishing off|11.0.11 - Sealing and finishing off]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.12 - Edge Trim|11.0.12 - Edge Trim]] | ||
| + | :: [[11.0 - Installation - Floor deck and shear studs#11.0.13 - Forming holes and openings|11.0.13 - Forming holes and openings]] | ||
: [[11.1 - Cartridge tools]] | : [[11.1 - Cartridge tools]] | ||
: [[11.2 - Decking around columns]] | : [[11.2 - Decking around columns]] | ||
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: [[11.4 - Mobile stud welding equipment]] | : [[11.4 - Mobile stud welding equipment]] | ||
: [[11.5 - Static generator or mains supply]] | : [[11.5 - Static generator or mains supply]] | ||
| − | : [[11.6 - Testing]] | + | : [[11.6 - Stud welding: Testing]] |
| − | : [[11.7 - Scorching | + | : [[11.7 Stud Welding causing Scorching to beam|11.7 - Stud Welding causing Scorching to beam]] |
: [[11.8 - Minimising grout loss]] | : [[11.8 - Minimising grout loss]] | ||
| + | : [[11.9 Void Protection|11.9 - Void Protection]] | ||
| + | : [[11.10 VoidSafe® Protection System|11.10 - VoidSafe® Protection System]] | ||
| + | : [[11.11 Disposal of Waste|11.11 - Disposal of Waste]] | ||
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: [[12.11 - Curing]] | : [[12.11 - Curing]] | ||
: [[12.12 - Post-installation characteristics]] | : [[12.12 - Post-installation characteristics]] | ||
| + | : [[12.13 Surplus concrete waste|12.13 - Surplus concrete waste]] | ||
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| Line 174: | Line 180: | ||
: [[13.7 - Off-site cutting]] | : [[13.7 - Off-site cutting]] | ||
: [[13.8 - Service fixings]] | : [[13.8 - Service fixings]] | ||
| + | : [[13.9 - Plastisol (PF) Coating]] | ||
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Latest revision as of 13:55, 3 November 2023
For more information about the TGN, refer to our Main Page for more details.
- 0.0 - Introduction to the TGN
- 0.0 - Introduction to the TGN
- 1.0 - Product certification
- 1.0 - Product certification
- 2.0 - Specification
- 2.0 - Specification
- 2.1 - Fall arrest systems
- 2.2 - Floor deck material specification
- 2.3 - Stud welding
- 2.4 - Roof deck material specification
- 2.5 - Concrete
- 3.0 - Health and Safety
- 3.1 - Management & supervision
- 3.2 - Documentation
- 3.3 - Personal Protective Equipment (PPE)
- 3.4 - Protection of falls from height
- 3.5 - Trained and competent workforce
- 3.6 - DO's for associated trades
- 4.0 - Design - Floor deck
- 4.0 Design, Floor deck
- 4.1 Construction stage and construction deflections
- 4.2 - Sheet lengths
- 4.3 - Temporary propping
- 4.4 - Lateral restraint and diaphragm action
- 4.5 - Bearings / Support
- 4.6 - Fixings
- 4.7 - Cantilevers
- 4.8 - Edge trim
- 4.9 - Flashings
- 4.10 - Steps in slab
- 4.11 - End caps
- 5.0 - Design - Floor deck - Composite stage
- 5.0 - Design - Floor deck - Composite stage
- 5.1 – Reinforcement
- 5.2 - Saw cuts
- 5.3 - Fire
- 5.4 - Moving concentrated loads
- 5.5 - Long single span propped composite Slabs
- 5.6 - Forming service holes
- 6.0 - Design - Floor deck composite beam design
- 6.0 - Design - Floor deck composite beam design
- 6.1 - Shear stud LAW (length after weld)
- 6.2 - Design rules for minimum degree of connection
- 6.3 - Shear stud reduction factors
- 6.4 - BS EN 1994-1-1 Reduction factors for SMD Products
- 6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products
- 6.6 - Shear stud spacing
- 6.7 -Transverse reinforcement for composite beams
- 6.8 - Alternative Shear Connectors
- 6.9 Pre-studded beams
- 7.0 - Design - Floor deck, Considerations
- 7.1 - Falls and ramps
- 7.2 - Fixing tool and stud welding gun restrictions
- 7.3 - Concrete encased beams
- 7.4 - Durability
- 7.5 - Aggressive environments
- 7.6 - Vibration
- 7.7 - Acoustics
- 7.8 - Thermal mass
- 8.0 - Design - Roof deck
- 8.0 - Design - Roof deck
- 8.1 - Quality
- 8.2 - Spans
- 8.3 - Loads
- 8.4 - Standard end laps
- 8.5 - Extended end laps
- 8.6 - Raking supports and cutting
- 8.7 - Cantilevers
- 8.8 - Sheet lengths
- 8.9 - Fire rating
- 8.10 - Durability
- 8.11 - Acoustics
- 8.12 - Airtightness
- 8.13 - Fixing specification
- 8.14 - Flashing details
- 8.15 - Non-fragility
- 8.16 - Diaphragm design
- 8.17 - Aesthetics
- 8.18 - Forming openings
- 9.0 - Supply of materials
- 9.1 - Delivery and access
- 9.2 - Pack size and sheet length limits
- 9.3 - Offloading, hoisting and storage
- 9.4 - Pack labels / loading-out locations
- 9.5 Lifting Shear Studs to Level
- 10.0 - Installation, Fall arrest systems
- 10.0 - Installation - Fall arrest systems
- 10.1 - Safety nets
- 11.0 - Installation, Floor deck and shear studs
- 11.0 - Installation - Floor deck and shear studs
- 11.0.1 - Pre-start
- 11.0.2 - Weather Conditions
- 11.0.3 - Supporting structure
- 11.0.4 - Perimeter Edge Protection
- 11.0.5 - Access to Level
- 11.0.6 - Manual Handling
- 11.0.7 - Laying decking sheets
- 11.0.8 - Cutting / notching
- 11.0.9 - Deck Fixings
- 11.0.10 - Side laps
- 11.0.11 - Sealing and finishing off
- 11.0.12 - Edge Trim
- 11.0.13 - Forming holes and openings
- 11.1 - Cartridge tools
- 11.2 - Decking around columns
- 11.3 - Unpainted top flanges
- 11.4 - Mobile stud welding equipment
- 11.5 - Static generator or mains supply
- 11.6 - Stud welding: Testing
- 11.7 - Stud Welding causing Scorching to beam
- 11.8 - Minimising grout loss
- 11.9 - Void Protection
- 11.10 - VoidSafe® Protection System
- 11.11 - Disposal of Waste
- 12.0 - Concrete
- 12.1 - Site considerations
- 12.2 - Temporary propping
- 12.3 - Cleaning the decking
- 12.4 - Damaged decking
- 12.5 - Construction joints
- 12.6 - Reinforcement drawings and bending schedules
- 12.7 - Concrete mix requirements
- 12.8 - Placement
- 12.9 - Surface finish
- 12.10 - Surface flatness
- 12.11 - Curing
- 12.12 - Post-installation characteristics
- 12.13 - Surplus concrete waste
- 13.0 - Product Options
- 13.1 - High Durability floor deck
- 13.2 - Crushed ends deck sheets
- 13.3 - VoidSafe™ Protection System
- 13.4 - Perimeter toeboard
- 13.5 - Channel edge trim
- 13.6 - TAB-Deck™ – Fibre concrete
- 13.7 - Off-site cutting
- 13.8 - Service fixings
- 13.9 - Plastisol (PF) Coating
- 14.0 - References
- 14.1 - SMD documentation
- 14.2 - Industry best practice
- 14.3 - Design standards
- 14.4 - Further reading
Need more information?
For more information on any of the sections in on this site, contact us on +44 (0) 1202 718 898 or email our Technical Team
